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Sl. No.
Item Description
1
Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm
2
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per clause 502(ii) of MORD
3
Providing and applying tack coat with Emulsion (R.S-1) using pressure distributor at the rate of 0.275kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503(ii) of MORD data book
4
Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per Technical Specification Clause 508
5
Providing and laying seal coat sealing the voids in a bitumenius surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clouse 510
6
Brick Edging with Is Class 150 Bricks Laid mortar with both side of the road 7.5 cm wide Including PS TSNo. 265slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501
7
Construction of un-reinforced, dowel jainted at expansion and construction Jaint only, pilaln cement concrete povement, thickness as per design over aprepared sub base, with 43grade cement or any of ther type as per clause 1501.2.2 M25 (Grade), course and fine agregatem conforming to 15:383, maximum sise of course aggregates not exceeding 25mm, mixed in a concrete mixer of not less than cum capicity and appropriate weigh hatcher using approved mix design, laid in approved fixed side form work (steel channel, laying and firing of 125 micron thick polythin firm wedges, steel plates including leveling the form work as per drawing) spreading the concrete with shovels, rakes, compacted using needle, creed and plate vibrator sand finshed in continues operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, semiant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approvest curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to line sand grade as per drawing and Technical Specification Clause 1501
8
Providing and fixing of Sign board complete in all respect. Please Enable Macros to View BoQ information
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